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    Effect of Wind on Precipitation Intercepted by Steep Mountain Slopes

    Source: Journal of Hydrologic Engineering:;2000:;Volume ( 005 ):;issue: 004
    Author:
    Stefano Orlandini
    ,
    Alberto Lamberti
    DOI: 10.1061/(ASCE)1084-0699(2000)5:4(346)
    Publisher: American Society of Civil Engineers
    Abstract: A simple and efficient formulation is developed to describe the effects of wind speed and direction on ground level precipitation intercepted by steep mountain slopes. A 3D rainfall field is reproduced from measurements of (vertical) precipitation intensity, wind speed, and wind direction. The Marshall-Palmer drop size distribution is used to express the volumetric precipitation water content as a function of measured precipitation intensity, and raindrops are assumed to move horizontally with the measured wind speed and direction. Land topography is described using digital elevation model data, and local contributions to ground level precipitation are calculated as the interception of the obtained 3D rainfall field by horizontal and vertical surfaces that constitute the elemental land surface systems. The developed formulation is tested at the Acquabona and Fiames mountain slopes, located in the Northern Italian Dolomites, near the town of Cortina d'Ampezzo, where debris flow phenomena often occur. Simulation results are corroborated, although in an indirect and approximate manner, by field estimates of debris flow volumes delivered by the considered mountain slopes in response to monitored storm events. Although more accurate and comprehensive validation is needed, the developed formulation appears to constitute a useful diagnostic tool for providing interpretation of storm-flow hydrographs delivered by steep mountain slopes in response to storm precipitations affected by wind.
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      Effect of Wind on Precipitation Intercepted by Steep Mountain Slopes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49539
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    contributor authorStefano Orlandini
    contributor authorAlberto Lamberti
    date accessioned2017-05-08T21:23:22Z
    date available2017-05-08T21:23:22Z
    date copyrightOctober 2000
    date issued2000
    identifier other%28asce%291084-0699%282000%295%3A4%28346%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49539
    description abstractA simple and efficient formulation is developed to describe the effects of wind speed and direction on ground level precipitation intercepted by steep mountain slopes. A 3D rainfall field is reproduced from measurements of (vertical) precipitation intensity, wind speed, and wind direction. The Marshall-Palmer drop size distribution is used to express the volumetric precipitation water content as a function of measured precipitation intensity, and raindrops are assumed to move horizontally with the measured wind speed and direction. Land topography is described using digital elevation model data, and local contributions to ground level precipitation are calculated as the interception of the obtained 3D rainfall field by horizontal and vertical surfaces that constitute the elemental land surface systems. The developed formulation is tested at the Acquabona and Fiames mountain slopes, located in the Northern Italian Dolomites, near the town of Cortina d'Ampezzo, where debris flow phenomena often occur. Simulation results are corroborated, although in an indirect and approximate manner, by field estimates of debris flow volumes delivered by the considered mountain slopes in response to monitored storm events. Although more accurate and comprehensive validation is needed, the developed formulation appears to constitute a useful diagnostic tool for providing interpretation of storm-flow hydrographs delivered by steep mountain slopes in response to storm precipitations affected by wind.
    publisherAmerican Society of Civil Engineers
    titleEffect of Wind on Precipitation Intercepted by Steep Mountain Slopes
    typeJournal Paper
    journal volume5
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2000)5:4(346)
    treeJournal of Hydrologic Engineering:;2000:;Volume ( 005 ):;issue: 004
    contenttypeFulltext
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